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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Finite Element Analysis for Masonry</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145349/finite-element-analysis-for-masonry</link><description>There is an article in STRUCTURE magazine ( http://www.structuremag.org/?p=9911 ) that describes using shell elements in FEA software to analyze complex masonry shear walls. Are there any resources or examples that provide more information on how to do</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Finite Element Analysis for Masonry</title><link>https://communities.bentley.com/thread/441644?ContentTypeID=1</link><pubDate>Mon, 08 Jan 2018 23:36:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:43d178d2-1998-4fef-bc05-2aba9c50e44f</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Look in the Ram Elements program manual for Shell Interfaces&amp;nbsp;or click F1 for help on the shells - interfaces tab for help.&amp;nbsp; The interfaces we implemented were intended for masonry walls in various conditions based on a paper called &amp;quot;Filling in the frame&amp;quot; by David T. Biggs and seem to follow the same&amp;nbsp;guidance of your reference.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>